S-59-19.1-19.4I
LEGEND
I. TRA(VSITE WATER MAIN-- ---------- - -- - - -- w
2. GATE. UALUES----- --- ------- --- ------ W —1114
3. FIRE HVD2ANTS-------------- - - - - -- - -W Tr" W --
4. SEWER MAIN ANO MANHOLES M.H * l
STIR
EET IMPROVEMENTS FOR
TRACT I
No 1193
5. EXISTING SEWE2 MAIN AND M�NF,o��s_ == __ IN THE CITY OF COSTS MESAS COUNTY OF ORANGE , STATE
00 %
PREPPNRED IN THE OFFICE OF
PAUL CALVO
GIVROEN GROVE , CALIFORNIA.
or CALIFORNIA.
UNDER THE SUPERVISION Of% ,cyPP(ZOVED
REGISTERED G1VIL ENG1 NEER Na�IS10. Cl ENGINEER OF COSTA MESA.
APPROVED' v -'�v_ _ 5G.t T�1!
NEWPORT HC,G HT9 1 RIG AT,oV ice. D.a+'w.aT
APP2OVEC `
4 OS A N SAUITA2Y o1sTRIGT.
i
G
INDEX MAP.
t
6l0'
t0' 20' 20' l0'
4' �CONST. 2'P.H.S. 4
I wtTH SEAL COAT
6'CP 6'CROWN �'C,F.
1
NOTE, - ON CHERYL DRIVE (y COSTT. VURIS WITH
ONLY THE WESTERLY lSC-2 PR1NE COAT CONTT. TYPE '0 LURt3 f GUTTER
HALF STREET TO SSE PER CITY STD.PLAN N +6
CONSTRUCTED.
TYPICAL SECTION - CABRILLO STREET
AND RAYMOND AVENUE,
v
-.I
i�
- 6. DIRECTION OF SURFACE DRAINAGE (PCTZCENT) - -_
-4.
3
7. PROPOSCQ GAS MAIN____---- ___-
PAVING - Q' PLANT MIX 5URFACING
t0' 20
___ -___
8. STREET LIGHT --------- - ---- - - - - -- -
Y
SEALCOAT
9.S7lZEET SIGkIS.y--
Q
-
____ —_ ^ --
1,449 L.F.
STANDARD CONCRETE CROSS GUTTER
NOTES t
CONCRETE ALLEY AP'ROQ (Illz) -
1. AM wOrv. sHcl eon}or.-n 4o Cliy o+ Casio, Hem 0%",ckar.A ?ions and Sped .,col"Ons
110
and, si alt be ccr,,pleied 40 44,e •ails }ociVon o4 46ne
ct#y Cnylneer.
80VCP SEWER PIPE
2. If eurbS are depressed of drlueWayS , +he drlweway.
opprooeha6 4o6e.
2 EACH
cons4ruc}ed 01 G' r -,l••• conc.rele Per Cosies Mesa
630 L.F.
TRAWSITE wFTCTL Mtoku
3. Fwa hyclran45 +o be "rRen SSeleor 1,i S4 so -A or cLaol 1anti are 4u be `loca4td 2'-S"
GATE VALUES
bo.cle o4 44,e lace. o{ 41ne. curb.
-
3EACH
4. Wa.4 a, Syaiann to be oPeraieclmolnlolne.dl and . nS"ed
+° H,e 6044jctctlon ori'441a New Pori HaijL,i9 lrci9a #ion Di ti ri a #-
STANDARD fSARRICADE
5. A4 Services Grossing Sireeis Shot be a rr,inirr, urr,
of 30' below 9uSer .
7, 06o S.F.
6. Wafer Scry iCGS at-wl nai be Iesb 46on I • {or Single
Ser UiCes and t' .Ior
double Seru%cas o{ copper- pilx
STREET L14HTS
4 EACH
-7• Wgier . -T,gin +o be Soinns- Manvioc 6004 iasi 150 or
e..Zuol.
8. The Sewer Sys4ern shah 34andor-%
e,i N•la
CoG4a He9a Sani4ory Di%4rla.4.
9. W U.C.P Sewer I OUSe conneciictns ahoy be lnsAatecll
4. eaak loij
and fro,, 46,te , -r+gin +a 46e P' -a Par4Y Ilse.
10. 54rea4 Signs and S4ree4 Ii9614S sMgl be lns4olad
m %oca4ion5
in4ie04ad eY�e, Plane.
f s•
0BENCH MARK
f3.M.Y t5 COsiG Mesa F.R. 8 p.7 ci,,iseled + in Ca44 ¢.nd o!
'5a5 F'W'P iSla,w , S.W. Gor ,Gr IY" S,reai and S°on4a
Ano Ava,.
Q-- vo4ior, - 56.1+
-
PREPPNRED IN THE OFFICE OF
PAUL CALVO
GIVROEN GROVE , CALIFORNIA.
or CALIFORNIA.
UNDER THE SUPERVISION Of% ,cyPP(ZOVED
REGISTERED G1VIL ENG1 NEER Na�IS10. Cl ENGINEER OF COSTA MESA.
APPROVED' v -'�v_ _ 5G.t T�1!
NEWPORT HC,G HT9 1 RIG AT,oV ice. D.a+'w.aT
APP2OVEC `
4 OS A N SAUITA2Y o1sTRIGT.
i
G
INDEX MAP.
t
6l0'
t0' 20' 20' l0'
4' �CONST. 2'P.H.S. 4
I wtTH SEAL COAT
6'CP 6'CROWN �'C,F.
1
NOTE, - ON CHERYL DRIVE (y COSTT. VURIS WITH
ONLY THE WESTERLY lSC-2 PR1NE COAT CONTT. TYPE '0 LURt3 f GUTTER
HALF STREET TO SSE PER CITY STD.PLAN N +6
CONSTRUCTED.
TYPICAL SECTION - CABRILLO STREET
AND RAYMOND AVENUE,
v
-.I
i�
AND SIDE W AULS TO ISE ?
CONSTRUCTED, ON SANTA ANA AvE.
TYPICAL SECTION- SANTA ANA AVENUE
1
I I
SCALE 1 "- iod r
I I }
I 3 '•
12 1 2 3 4 5 6 7 8 C3 10 U Lr
Li
14 0 SHEET 2 6 FUTRE NTR
U COSUCTION.
i. N. '
r.N.
W W —_— W M.N Z M
4'
--C ' v.C. P. M.N'I
I� o.zo• /• C ^M ILLO o.20•• STREET o.zo• /. LEVEL LINt
Z -- -_ —.
N I u �-
. s S -- -- - - - -- -- l CONST.24P.M.S.WITH SEAL COAT
OVER L i N I COAT 'URTS WITH Sc-2 PRIME
L
S W I 16 IS IA 13 12 E
ESTIMATE OF QUANTITIES.
,
3
3
PAVING - Q' PLANT MIX 5URFACING
t0' 20
' 20' t0
38, 536 SkF.
SEALCOAT
4 FUTURE
CONSTRUCTION, 4
-
I
1,449 L.F.
STANDARD CONCRETE CROSS GUTTER
CONCRETE ALLEY AP'ROQ (Illz) -
NOTE 1 ONLY CURTS RETURNS
AND SIDE W AULS TO ISE ?
CONSTRUCTED, ON SANTA ANA AvE.
TYPICAL SECTION- SANTA ANA AVENUE
1
I I
SCALE 1 "- iod r
I I }
I 3 '•
12 1 2 3 4 5 6 7 8 C3 10 U Lr
Li
14 0 SHEET 2 6 FUTRE NTR
U COSUCTION.
i. N. '
r.N.
W W —_— W M.N Z M
4'
--C ' v.C. P. M.N'I
I� o.zo• /• C ^M ILLO o.20•• STREET o.zo• /. LEVEL LINt
Z -- -_ —.
N I u �-
. s S -- -- - - - -- -- l CONST.24P.M.S.WITH SEAL COAT
OVER L i N I COAT 'URTS WITH Sc-2 PRIME
L
S W I 16 IS IA 13 12 E
ESTIMATE OF QUANTITIES.
STREET EXCAVATION
ISOO C.Y.
PAVING - Q' PLANT MIX 5URFACING
38,s36 S.F.
4' UNTREATED ROCIL BABE
38, 536 SkF.
SEALCOAT
4Z8 CAI.
PRIME COAT
1070
TYPE 'D' CONCRETE CUFM GUTTER
1,449 L.F.
STANDARD CONCRETE CROSS GUTTER
CONCRETE ALLEY AP'ROQ (Illz) -
CURry AROVNp RETURNS (NO GUTTCR)
110
1' Copper WATim tlou%r CONK.
2A EA.
80VCP SEWER PIPE
600 L.F.
STANDARO MANHOLES
2 EACH
HOUSE LATERALS Go IMP
630 L.F.
TRAWSITE wFTCTL Mtoku
990 L.F.
GATE VALUES
EACH
FIRE HYDRANTS COMPLETE (STO.PLANat6)
3EACH
-..., STREET St GWS
2EACH
STANDARD fSARRICADE
20 L.C.
CONCRCTE SIDEWALVS (4 THCCI[)
7, 06o S.F.
EAnTH CwAN1VEL (25o G.Y.)
60o L.F.
STREET L14HTS
4 EACH
49 18 17
`^ �Fa RZ OQZNtS i >EQ TYPICAL SECTION I/2 ALLEY
IZ� i mot �Pv\S`o�,. 7
tj
I �► m SJCS� SHEET * 4 Q
ALLEY -O' a: ?�S• G59) o.i Z' EL,2TH
TRAr..>n. 29 � 3s rmS9 i a �
1 � I , I I
2' THICK P.M.S.(MIN)
/ 4 d
.�
SLOPE t /a' PE2 FS. 4'THIC{( P.M.S.
• 1
4 - /z R
SMOOTH 13APS J THICV OCV SASE
W LONG 24' C-C .
ti /Z 7/40
el TYPICAL SECTION - CRQSS GUTTER.
(ALLEY CROSSING CHUZYL DtZNE ONLY).
i
:■
C
i
m.